HomeMy WebLinkAbout1.7-7261 Ph 5 - 7GRADING NOTES
1.
ALL GRADING SHALL CONFORM MOTH APPENDIX J - CALIFORNIA BUILDING
29.
IHE CONTRACTOR SHALL C10MPLY New THE GUIDE FOR ASSES'S/G AND
CODE AND STANDARDS PFRTAINING TERF0F AND PAEUMINARY SOILS
MIDGAYANG AfR DUALITY IMPACTS (GAMAO), JANUARY 10, 2002
REPORT BY KRAZAN & ASSOCIATES WC DATED MARCH 7, 2016,
REl9SlON, GUIDANCE DOCUMENT WMCIH LISTS THE FOLLOWING MEASURES
KRAZAN PROJECT NO. 022-15031 AND UPDATE LETTER DATED SEPTEMBER 17, 2021
AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIWIES
KRAZAN PROJECT NO 022-21139
WITHIN THE SAN JOADAN VALLEY AS FOLLOWS
2.
THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERWSOR CONTROL
A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY
DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE
MANUFACTURER MANUALS
B SHUT DOWN EQUIPMENT WIEN NOT AN USE FOR EXTENDED PERIODS
PLANS SOILS REPORT, SPECIFICATIONS, AND CODE IN THIN THEIR PURVIEW
OF TIME.
3
014L ENGINEER. GE07ECWCAL ENGINEER, AND BUILDING OFFICIAL
C USE ELECTRIC EQUIPMENT FOR CONSMW770N W AENEVER POSSIBLE
WILL BE NOTFXO FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL
IN LEU OF DIESEL OR GASOLINE PONERfD EQUIPMENT.
MATERIAL
D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EOUPMENT DURING
PERIODS &' HIGH OR EXCFS9VE AMBIENT POLLUTANT
4.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RATKINAS SUCH AS *SPARE -THOLE -AIR" DAYS AS DECLARED
CONCENTRATIONS
RESPONSl8VrY FOR JOB 97E CO017WNS DURING THE COURSE OF
BY THE SJVAPCD.
BY THE
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY O' ALL
E. ENCOURAGE EMPLOYEES >L CARPOOL OR USE
PERSONS AND PROPERTY,' THAT THIS REOUIREMENT SHALL APPLY
RETAIL ESTOIN
SHUTTLE TO RETAIL ESTABLISIMfNTS AT LfAYCH.
CON77NUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
JO.
PRIOR TO 9TE GRADING, SUBDIVIDER SHALL HAVE A PWCONSTRUCTOH
OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY
SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
SHALL BE SUBMITTED TO THE PLANNING &RECTOR FOR REVIEW PRIOR
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
TO GRADING TE APPLICANT MAY BE SIB,ECT TO SPECIAL
ARISWG FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR
NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND
THE ENGINEER
CONTAINING DENS.
5.
THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH
UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND
31.
PRIOR TO THE APPROVAL OF A GRADING PUN, SUBDIVIDER IS ST,ELECT
VERIFY THE LOCA 17ON AA0 DEPTH OF ALL UNDERGROUND FACILITIES,
TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HANK
INCLUDANG TELEPHONE, ELECTRIC WATER SEWER, OIL AND GAS
DURING THE RAPTOR NESTING SEASON (FEBRUARY MROUGH
LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
SEPTEMBIN). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR
LINES NOT IND.ICA TED ON THE PUN OR FOR INFORMATION OBTAINED
NESTWG/BREEONG SEASON (FEBRUARY THROUGH SEPTE'MSER) 140
FROM OUT" SOURCES (USA 1-800-227-2600)
CONSTRUCTION ACTIVITY SHALL TAKE PLACE WTH,N 500 FEET OF A
ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE
6.
THE GRADING CONTRACTOR SHALL BE RESPOVSBLE FOR GRADING ALL
REMOVED ONLY DURING NON -BREEDING SEASON (OCTCBER THROUGH
AREAS TO H• OR- O)O F00T. AF AN AREA SHOULD BE FOUND TO BE
JANUARY)
MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND
ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND
32
THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES
CORRECT THE GRADING AT NO COST TO THE OHNE'R.
MHWH ARE NOT ADDRESSED IN THE MBIHO? INCLUDING THOSE
7.
THE GRADING CONTRACTOR SHALL WATER AS RE&IRED DURING THE
PROTECTED UNDER THE FEDERAL MORATORY BIRD WATY ACT,
GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A OUST
SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR
NUISANCE AND SHALL PR07ECT CUR85 AND OTHER OBJECTS WHICH ARE
70 CONSTRICTION THE FISH & WILDLIFE SERVICE (VSFWS) AND
TO REMAIN.
CALIFORNIA DEPARTMENT OF FISH & CAME (CDFG) SHOULD BE NOTIFIED
OF PREWOUSLY UNREPORTED PROTECTED SPECIES ANY
&
EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION
UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED
INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS EXCEPT
IMMEDIATELY TO THE CDFG AND US7VS. A SURVEY FOR SUORONNNG
ANY EXCAVATOR SEPARATELY DESTONATEO AND PAID FOR AS A
OK SHALL TAKE PLACE PRIOR TO DISTURBANCE.
SEPARATE ITEM
9.
THE MORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WIN THE
33.
lF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
STANDARD SPECIFICATIONS OF THE STATE OF CAUFORN7A DEPARTMENT
DURING EXCAVATON AND GRADING ACTVTFS ON -SITE THE
O 7RAAGPORTA77OI DATED JULY 1999, INSOFAR AS THE SAME MAY
CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL
APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF
RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE 9CA07CANCE OF
CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES
THE FINDING AND APPROPRIATE COURSE OF ACTION SALVAGE
HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE
OPERATION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA
USED W LIEU OF SUCH CONFLICTING PORTIONS S41D
ENWRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND
SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE
THE TREATMENT O DISCOVERED NATIVE AMERICAN REMAINS SHALL
FOLLOMING•
COMPLY WITH STATE CODES REGLJA TONS OF THE A14EMCAN HERITAGE
C'OMARSSON.
A) ALL CONCRETE SHALL BE CLASS 73" AS IN ACCORDANCE MOTH
34
SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TAME ON ANY
SECTION 90 AND SHALL HAVE AT LEAST 2500 PS COMPRESSIVE
PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE
$MENGIN AT 28 DAYS
NOTIFIED IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY
B) ASPHALTIC CONCRETE SHALL BE TYPE 9 , MEDIUM GRADED,
CODE). IN THE ABSENCE AN ARCHAECLOCICAL MOITCAP, A
1/2" MAXIMUM ACGRECA7C AND INTIMATELY MINED NTH 5-7X
QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN
ASPHALT.
COMMUNITY SHALL ALSO BE NOTIFIED.
10
IN THE EVENT CONSTRUCTION STAKING BASED ON MWNTOSH &
35
THE CONTRACTOR SHALL COMPLY WIN SAN JOAQUN VALLEY AIR
ASSOCIATES' PLANS DRAWNGS, OR OTHER DOCUMENTS IS PERFORATED
BY ANOTHER FIRM, UdMT05H & ASSOCIATES SHALL BE HELD HARMLESS
POLLUTION CONTROL DISTRICT (S VAPCD) REGULATION WI, DUST
AND RELEASED FROM ALL UABIUTY ARISING FROM THE USE OF SAID
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
PLANS DRAINNGS, OR OTHER DOCUMENTS
GRADING AND CONSTRICTION PHASES THE AND"PON MEASURES TO
BE TAKEN ARE AS FOLLOWS
11.
MdNTOSH & ASS'OLYA YES SHALL HOT BE RESPONSIBLE OR LIABLE FOR
A. WATER EXPOSED SURFACES (SOIL) T71R£E-MES/OA Y.
UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL
8. WATER ALL HAUL ROADS AT A ANW LAM OF THREE TIMES PER DAY.
CHANGES TO THESE PUNS MUST BE APPROVED, IN WRITING, BY
O REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER
MUN70SH & ASSOCIATES.
HOUR.
O. STABIL2E ALL DISTURBED AREAS INCLUDING S70RAGE PIES WHICH
I2
ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES
CODE AND STANDARDS PERTA/N1NG MERE OF AND TO THE
VSWARE
WATER WAVEBAND WITH A TRAP, TITHER SUITABLE
RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF. THE
CR OR VEGETA 77 TUE GROUND COWER.
COVE
COVE
PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDFNUUMS THERETO IN
E. Comma FUGITIVE OUST DURING LAND
CASE O' CONFLICT TONS THE
ENT AI£ PLANS AND
DING.CLEARINGOR CUT &
WaSUN EXCAVATION GRADING.
EXCAVATION, LOF
GILL SIGNS
PRECEDENCE
MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE.
I IRE
BY RE
WATER OR BY PRESOAKING.
INTI APPLICATION COAT
RILL OPERATIONS I
ILL
UPON COMPLETION O" GRADING AND BEFORE THE START O'
SF
F. WHEN F AT LEAST S MATERIALS OFFCOV MAINTAIN A FREEBOARD
MANSPOR
NET
UNIT AT LEAST SIX INCHES AND COVER (1R EFFECTIVELY NET TO
CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL
VI DUST EMISSIONS
LIMIT AND
ENGINEER
R
O LWNT AND REMOVE /HIE ACCUMULATION OF MUD AND/OR DIRT
14.
THE SOX ENGINEER SHALL RENEW ALL EXCAVATIONS PRIOR TO
FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH
BACKFJLfNG AND SHALL BE NOTIFIED OF ANY I7EM ENCOUNTERED
WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT
DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION
OMEN PRECEDED OR ACCOMPANIED BY SUFFICIENT METING TO
STABILITY SO RECOMMENDATIONS CAN BE MADE" BY THE SOY ENGINEER.
OMIT WSNBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY
FORBIDDEN)'
15.
CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
N STABILIZE THE SURFACE OF STORAGE PIES FOLLOWING THE
16.
ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HEIGHT SHALL
ADDITION OR REMOVAL O MATERIALS USING WATER.
1. REMOVE IRACKOIT WHEN IT EXTENDS 50 OR MORE FFET FROM THE
BE PREPARED AND MAINTAINED TO PREVENT EROSION.
SITE AT THE ENO O EACH WORKDAY.
WPOR7£D FILL MATERIAL SHALL BE IN CONFORMANCE WIN THE
J. CEASE GRADING ACTIVITIES DURING PERIODS O HIGH MINDS
(GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD).
RECOMMENDATIONS OF THE SOILS REPORT (NOTE I) AND SHOULD
K ASPHALT -CONCRETE PAVING STALL COMPLY WIN THE SJVAPCT
CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION
RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND
POTENTIAL AND FREE OF GRASSES WEEDS, ROCKS LARGER THAN FOUR
EMULSIFIED ASPHALT PA WHO MATERIALS.
INCHES IN DIAMETER DEBRIS AND SOLUBLE SULFATES IN EXCESS OF
1000 PARTS PER MILUOW.
36.
GRADING WORK WILL BE SUPERWSED AS ENGINEERED GRADING IN
17.
CLEARING AND GRUBBING - REMOVE ALL DEBRIS SUCH AS METAL,
ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING COVE.
TRASH, BROKEN CONCRETE. VEGETATION, OTHER BIODEGRADABLE
SUBSTANCES AND UNSUITABLE SOIL FROM AREAS TO BE GRADED.
37.
IF THE PROJECT IS SUBJECT 70 1W PROW90NS OF THE NATIONAL
UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING
POLLUTANT DISCHARGE ELININADON SYSTEM (NPOES), A -NOTICE OF
OFFICIAL. SOIL EAVINISER, OR CIVIL. ENGANfER, IS NOT COMPETENT TO
INTENT' (NDI) TO COMPLY WITH TINE TERMS OF THE GENERAL PERMIT
SUPPORT OTHER SOIL OR STRUCTURES. OR TO SATISFACTORILY
TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION
PERFORM ANY OTHER FUNCTIONS FOR WHICH THE SOW. IS WTENDEO.
ACTWFY (SWRCB ORDER NO. 2009-009-DOU AS AMENDED BY ORDER
AND ORDER DINT) MUST BE FILED IIEI
1&
ALL FILL TO BE COMPACTED TO A MINMHUM O' NINETY (90.T) PERCENT
TROLL OAR
7E WATER RESOURCES CONTROL BOARD
STATE WATER
COMPLIA 0 BEFORE
MAXNRNM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX
W .
THE WRY. COMPLIANCE MM ME
THE BEGINNING ANY
J O THE CURRENT CALIFORNIA 8UJDWG CODE AND CERTIFIED BY TESTS
TINT A STORM WATER POLUD PLAN
T INAT ASTTION STORM
GENERAL PERMIT
AND REPORT FROM SOILS ENGINEER.
AREAREQUIRES
A
(SNPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
19.
FNONEERED FILL SHALL RE PLACED IN LAYERS NOT EXCEEDING 9X (6)
AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTON
INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM
HOURS WASTE DISCHARGE IDENTInCARIN (WAG) NUMBER 5F15C385127
MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WIN
HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD
EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED 70 BOX OF
FOR THIS PROJECT.
THE MAXIMUM DENSITY PER ASTM D1557-74 UNLESS SPECIFIED
OIHERNSE. COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT
38.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
FROM THE SOBS ENGINEER
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY NARK PERFORMED
MITNWN EXISTING ACCEPTED STREET RIGHT O WAY. UNLESS SECURED
20.
FACES O ALL CUT AND FILL SLOPES SHALL BE PUNTED MITI A
BY A IILHPROWMENT AGREEMENT, SECURITY BASED ON AN APPROVED
GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSOHI.
ENGHEERY ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF
WAY AND INSURANCE AS REOUIED SHALL BE PROVIDED PRIOR 70
21.
OIANTRES FOR EARTHWORK
ISSUANCE OF A PERMIT.
CUT - CU. W. BA 79J
FILL - CU. ID. 54,475
39.
ALL ON97E UNPAVED ROADS AND O FS17E UNPAVED ACCESS ROADS
SHALL BE EFFECTIVELY STABJIMP O" DUST EMISSIONS USING WATER
OR CHIEMICAL STAREIZERIWPPRESANT.
QUANTITIES ARE FOR GRADING PERMIT OILY. THE ENGINEER MAKES NO
40
PAD IS GRADED FLAT AT ROUGH GRADING FINISHED GRADES V L
WARRANTY O THE AN770PAYED S WAAGE FACTOR. IN CASE OF
INCORPORATE A 1% SCALE THAT WILL DIRECT DRAINAGE AWAY FROM
EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE
THE STRUCTURE AND TO THE STREET
ENGINEER SO THAT ADAISTMENTS MAYBE MADE. THE CONTRACTOR
SEE TYPICAL LOT SWALE GRADING ON 9EET 1.
SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON
22.
BUILDING PAD PREPARATION - REFER TO SOILS REPORT (NOTE 1).
41.
WASH OFF CONSTRUCTION AND HALL TRUCKS TO MINIMIZE THE
REMOVAL O MUD AND DART FROM THE PROJECT STE.
23.
PAVEMENT PREPARATION - REFER TO SOULS REPORT (NOTE I).
42.
DUST A►A�0
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN
24.AN
OSHA PERMIT IS REQUIREDW FDWHENMARKERS MUST ENTER 7RENOJ'S
W N
(DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A
OR EXCAVATION FIVE (5) FEET W
COPY ON SITE AT ALL TIMES FOR THE DURATION O CONTRACTOR'S
25.
SUFFICENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE
OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WIN
THE PROVISIONS O SAfO PLAN.
MAINTAINED in ORDER FOR THE DIWSMN O GAS OILS AND
GEOTHERMAL RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION O
43.
.STORM WA R PO rTION UN
THEION
E WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDOMM£N75
COIIRAC70R SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION
ARE REQUIRED, THE &WSON SHALL FURWSI THE NECESSARY
PREWN77ON PUN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER.
SPECIFICATIONS TO THE PROPERTY OWNER.
AND SHALL KEEP A COPY LW SITE AT ALL TIMES FOR THE DURATION
26.
AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIWINC%
OF CONTRACTOR'S OCCUPANCY OF TIE 97E CONTRACTOR IS REOUREO
ALL CONSTRUCTION WORKERS MUST BE WF09AOED AS TO THE SYMP70US
TO COMPLY WIN THE PROWSAWS OF SAID PLAN.
OF VALLEY FEWER.
44.
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK 70 FACE O WALL
27.
ANY ITEMS IN PUBLIC RIGHT -OF -MAY THAT ARE DAMAGED OR DO NOT
OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK
MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE
WHERE THE MAXIMUM SLOT SHALL BE a= ALTERNATIVELY, THE CITY
REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
ENGINEER MAY APPROVE CURBING BEHHIND THE SIDEWALK OR OTHER
METHOD 70 PREVENT EROSION ONTO THE SIDEWALK.
28.
UNDERGROUND SERWCE ALERT SHALL BE CONTACTED FIND (2)
WORKING DAYS PRIOR TU CONSTRUCTION (811)
45,
COMPACTION TESTS SHALL BE THE RESPONSBIJTY OF THE
0£VE2.010ER/SUSDIWDER/CONTRACTOR. THE AAAASER AND LOCATION OF
REOGRED TESTS BE DETERMINED BY THE CITY ENGINEER.
46.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION. THE CITY
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS
NOTICE TELEPHONE 326-3049.
M.B.H.C.P. FEES
PAID PERMIT#
KEY MAP
SCALE: 1" = 200'
PROJECT AREA: 27.83 ACRES
HCP AREA: 27.83 ACRES
TOTAL NO. OF LOTS = 95
28 `
�
tl 15 6 t
EXISTING R-1
TRACT 7262
-r-I t
EXISTING R-1
TRACT 7252
�rs-sacra I.-aw
- DISTURBED AREA
OMBHCP FEES PAID WITH PERMIT 17-40000048
TEMPORARY
ENTIRE SITE
FLOWAGE,
PER DOC.
DRAINAGE, & FOR ENTIRE SITE
# 217174003
iTF �I Tx
b
PROPOSED
HOUSE
K
CURB Be GUTTER �
TYPICAL LOT SWALE GRADING
NO SCALE
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
GRADING PLAN
FOR
TRACT NO. 7261 PHASES 5-7
PERMIT # 21-40000039
WDID # 5F15C385127 ✓ L/PPATtP (.pl.�,
LEGAL
DESCRIPTION:
SUBDIVIDER:
BEING A MERGER AND RE -SUBDIVISION OF PARCELS
RGF LAND COMPANY INC.
8 AND 9 OF PARCEL MAP WAIVER NO. 06-1654,
9100 MING AVENUE, SUITE 120
RECORDED NOVEMBER 10, 2006 AS DOCUMENT NO.
BAKERSFIELD, CA 93311
0206279216 AND SEPTEMBER 28, 2007 AS
CONTACT: RICHARD SERGENT
DOCUMENT NO. 0207198982, OFFICIAL RECORDS,
PHONE: (661) 427-3084
BEING A MERGER AND RE -SUBDIVISION OF THE
NORTH HALF OF SECTION 28, TOWNSHIP 30 SOUTH,
RANGE 27 EAST, MOUNT DIABLO BASE AND
ENGINEER:
MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF
McINTOSH & ASSOCIATES
KERN, STATE OF CAUFORNIA.
2001 WHEELAN COURT
BAKERSFIELD, CA. 93309
CONTACT-BLAINE NEPTUNE
NOTE:
(661) 834-4814
1.
ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN
ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE
SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND
GEOTECHNICAL
ENGINEER:
RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE
KRAZAN & ASSOCIATES, INC.
SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE
2205 COY AVENUE
LIMITS SHOWN ON THIS PLAN.
BAKERSFIELD, CA 93307
CONTACT PERSON - DAVID R. JAROSZ
2.
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
(661) 837-9200
STANDARDS SET BY PUBLIC WORKS WILL REOUIRE REPAIRING AND/OR UPGRADING AS
PER CITY ENGINEER.
OWNER:
3.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR
RGF LAND COMPANY, INC.
TO CONSTRUCTION. 811.
9100 MING AVENUE, SUITE 120
BAKERSFIELD, CA 93311
4.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONTACT: T
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE.
661)RICH4D -3084SERGE
PHONE: (661) 427-3084
THE SECTION MAY BE NOTIFIED AT (661) 326-3049
5.
COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
BENCHMARK:
DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED
TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
6.
PHASES 5-7 TO BE GRADED SIMULTANEOUSLY.
CENTERUNE INTERSECTION OF RELIANCE DRIVE AND
FIREBAUGH STREET.
7.
PRIOR TO COMPLETION, THE STORM DRAIN SYSTEM, INCLUDING THE SUMP, SHALL BE
ELEVATION = 356.74' U SG.S. DATUM
( )
INSPECTED AND ANY DEBRIS FOUND DURING THE INSPECTION SHALL BE REMOVED TO
THE SATISFACTION OF THE BUILDING DEPARTMENT
PER TRACT NO. 5845 PHASE A-D, MON. ELEV. MAP
NOTE: G05FORD ROAD AND BERSHIRE ROAD
WILL BE CONSTRUCTED UNDER SEPARATE
STREET PERMIT.
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The GRADING RAN as ahCxo MI :His d"Yg II e*hI0&lYlr4MlydorenjDSVep8aW,tmoT,.,N hereby
approved.
Depazlmanl and BulcAwrootdoPAk as 10 deRye orilena usee an[ c t.nrmw"rr.IPC11Y SAan.lale4, Gvl:s
and Or lbkefta8. ,jj xy V� Not the m IInJ,:t „ aw"" :'K Setae t e r welfli lUle bI a wcr Igo,
d ef.:, V,,,IWooV, o16 Wian n"] „sR v4l o a cediled `da-gredeG plan allerglopiapoa of me yrady�.
A IIRCNED By:
co
�VIA➢OBS LEGEND
EP EDGE OF PAVEMENT FS RWSN SURFACE
TC TOP OF GONG" OE OVER-E%CANATIQI
FL FLOMNE
FF RUSH FLOOR
CL CENTERLINE
FIG RN04 CONCRETE
ELF/ ELEVATION
LB GRADE BREAK
-
DOSING GROUND CONTOUR
P 3�6p7.9
VROPOSED PAD ELEv.
!'-
PROPOSED GUTTER FLOMUNE ELEV.
ETST. TOP OF CURB 6".
EAST. GUTTER FLONUYE ELEV.
PROPOSED LANDSCAPE ELEV.
5.OD%
DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
BASIS OF BEARINGS:
THE BEARING OF N 88'S7'42" W SHOWN OF THE N.E
1/4 OF SEC. 28, T.30S., R.28E.. M.D.M ALSO BEING
THE CENTERUNE OF PANAMA LANE PER RECORD OF
SURVEY NO. 3415 FILE IN THE BOOK 29 OF RECORD
OF SURVEYS AT PAGE 100 IN THE OFFICE OF THE
KERN COUNTY RECORDER WAS TAKEN AS BASIS OF
BEARING SHOW ON THIS MAP.
INDEX OF SHEETS
SSHEEI ITIME
1. COVER SHEET
2. GRADING PLAN
3. GRADING PLAN
4. SOILS REPORT SHEET
5. EROSION CONTROL PLAN
CURB AND GUTTER
EXIST. CURE AND CUTTER
- - - - - - CENTERUNE O STREET
PROPERTY LINE / RGIT-O-MAY
- - - - - - - - - - - PAD COMPACTION UNITS
o pp STORM DRAIN
3� TYPE 'A' CATCH BAN/ TMM 3T CODE
XX OPENING UNLESS OTHERWISE NOTED
EAST, STOOL DRAIN
TRACT BOUNDARY
PHASE BOUNDARY
•««.. WTS OF GRADING OUTSIDE
OF THE TRACT BOUNDARY
MATCH UNE
-- SECTION LINE
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l CITY RE NO:
<•� MONUMENT CITY RECORDS NO:
✓ SCANNED /61 ;
°' r��y '� s oaerno xEr 6,14
V
MlIZILUE PRO0 N61Al. 5 A�� ,J > •�oR ' I 'i?' VO
BOTTOM Envsas5 J ' ,-, � J I'. M J .. .'.
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Al
tQ
M.B.H.C.P. FEES -- -- -- — -- EXISTING
— ''" EXISTING -
/ ' PAID PERMIT LINDEN TREE AVENUE 1 Ry1
B
�� FG / ah' ohkG FP -- -- - n-4000004s�• -- —
TRACT72 — TRACT 7262
% _
61 as o 35
5
32 n
ih.N IhyN6 it FP 350.5 I �+ FP 353.8 FP 353.6 FP 3534 a. F?' 353.1
FP 353.L FP „52,9 ! I FP =.0 FP 353.1 ,
I' / FP S5s9 FP 3533 FP 353Z FP 3537
I LS - -I--- � -- - j- 1� „ ' FP 3'ai.8 FP 354.0
355A9 1 p11c80' 15'
,� �i s� 0°j 0°'
ghh.55 I y'S' 1 h. h, I h A E o�
�� '� PHASE 4 "i ^a 'Sh gar' h' ,5h . ry 1yhh�0 hhB°
E I 33 M CAMAAT
-
�`�0.8'PHASE 5
N^U PP 354.3 35S00 FL OBo o 3�------- I----- -I ------ --- -- N I F G _ .� - - ._ y
v.l I 'Sh 53YORK
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----
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2L5 ----F- fL I I 1 0 35 - ----------- I I I I I
w 3s3s 30 29 0 28 27 26 F
fb
a o e{sv, G (�i I FP ' o: FP 3526 I FP 3524 1 fP 3522 1 hP 352t25 -y� - 1 24 d: 23 I -.�>' 1 21 1 g<> 35?$r'- �h I '� 22 20 � w 19 18 �;., 17
`N4 i`' �------- �-1 --------- -----�`��yPP35L7 fl' FPs9520 PP35Q2R' I FP 35L9' FP 35L7 FP 35L5 1 I I I FP 352.4 I x
53 86 y�i' � I2.8
FL /
!lii 'rye 353.72 L3_ c �o �o� - --- �As'y r� `� �� --- --t�0 --- �� ---- ---- - -- - --- --- -- ,
2.02% -----
353j6 FL '? {t n 0
RIDGE FOREST DRIVE % cn' x o 1 EXISTING
R
i
1isfI
I ,--�°y'-_ 90 �'-
2.24% I N a .. _- . -. "i - a---__ :--T_
9h 0.25% h "i`• y°` 'o -. ^Y o TRACT 7262
T Y
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19 3Sr 35' R I I -`-�------�----- 967 ss
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FP asza ( FP s526 cO I FP 3624 I R, I Fr 3ftl ( l l 3RO I 9 ((o �) o I. I FF 35W i 11 12 13 14 , Fr 352.a I 3 f
-r--1 M I I I I I FP 35t7 I FP 35L8 FP 352.0 FP � I 15 16
li 54' i N o G G G I 1
3 No u FP 3525
o L 'Sti 6�
I-hti�------�'L
s PHASE5
6FFIP
G 5 �� �� �_ PHA B e - h
-�--- �--- --�---—�--------�---- —�---- I � SIDE sm
_ (;---�----� � x '� I —
,I LS 'isss� 3 t 71 1
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353.53 FL 1' 3 31 30 29 ( 28
// j�N N (I ( 1 G
! - FP 3 �3.7 ^c' a �`Y FP 3532 FP 353.0 PP 3m PP 3W FP 8 24 FP 3523 FP 3511 1 1 , I 24 , 23 ( 22 21 20 19 1 18 W 3 ]�
FP 3522 FP 35�.4 , FP 3W FP =7 I FP 3529 FP 3Si.1 FP 3533
°� i ���
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P _ f f > FL / '�
h I ?,9�'7T _ _ -' — _ _ —. '"Y - _ _ I 'ri' A ` ro a1^ `�4•q8 O 'LO tp"'p 1,py -!-1°� - - - + p, - __ - - -.�_y_ - _ _!r �.. - - - - :.
°f2
5k2 GT \ ti4b li
FPi.B \ ----0--°y,�.y ,��—'--N1'.SAVANNAH HEIGHT AVENUE -_TQ ---- —__ _- o� _-----_M1 - - _--- 1 \I
�5°,ti `^>y `^ y�' 4Rr-- - --o? --- --0 ---- °� - - �° E� EXISTING
Ii'h� S' "' 2 �'-N� � 0.25% ,tie IT
h
N n 50�
W ' ,5' ,yh ,yhk' aye ' FP 4 ( ¢ i 5 8 9 1
60•R t 0' 'r^ g FP 3529 ( 6 FP 3524 FP 35J' 11 12 1 ^�3 Q
c]✓ FP35&1 s ro 3526 10 1 I Y
5 v b I FP 3s23 FP m FP 35o FP a522 `�P 3M4 $
hh 0�' 0� 6� NEG F I Ilk
h h• y yh• rt - ! h �F
Pi 5 °h n---I�yN• ---+�N'sEs h° ---- ���-----I�ys-----��y� -- y
54'
y SIC' y5 �n __--�-- -�- MATCH LNE-SHEET 8 --
1207
LEGEND LEGEND (CONVID)
ABBREMATIONS
EP EDGE OF PAVEMENT FS FINISH SURFACE CURB PAD COMPACTION LUIS 15' TV 20' �' 20' 10' 15' PAD COMPACTION LIMITS
TC TOP OF CONCRETE OE OVER -EXCAVATION SET BACK SET BACK f
FL FLOWUNE FF FINISH FLOOR --- IXIST. CURD AND GUTTER INS
CL CENTERII FC FINISH CONCRETE I
ELEV ELEVATION GS GRADE BREAK — _ — - =CENTERLINE OF STREET
PROPERTY LINE / RIGHT-OF-WAY N- r=` i 2 2.02 2.OR I 2.0% 21 2 r
3J& PROPOSED
ELEV.
'� � -� — _ 105 MA%•
— — — — — — — — — — PAD COMPACTION LIMITS I IFINISHED PAD
FP 367.9 PROPOSED PAD EIEV. - I MAX
FINISHED PAD
PROPOSED GUTTER FL08UNE ELEV. --- o ,pp STORM DRAIN i
- --07I TYPE "A' CATCH BASH Ill NOTED
W70E
EXIST. TOP OF CURB ELEV. k1 OPENING UNLESS BASIN
Il 35 V
>` - EXIST. STORM DRAIN m ROUGH GRADE LINE o
E%IST. GUTTER FlOYAINE ELEV. . -._- - __..�;__ ___ o
PROPOSED LANDSCAPE ELEV. - - TRACT BOUNDARY PROPOSED Ill COMBINATION SIDEWALK A SECTION
wo�PHASE BOUNDARY PROPOSED CURB k GUTTER
5A0► DIRECTION AND PERCENT OF SLOPE 2 FRONT 70 FRONT LOT ROUGH g2ADING
................•...»..«..dIMi15 Cf GRADING OUTSIDE HORRTICAL SCALE: 10a10'
FOR DRAINAGE VERTICAL SCALE: i--5'
OF THE TRACT BOUNDARY
� �� MATCH ONE
SECTION LINE
MONUMENT
o.zs%,�. ---� R—i
0
TRACT 7262
N n
14 15 1 16 17 41 3
F? aw PP 3US PP 35ai PP 35a3
44
9
r------ I---------- - - MATCH LINE -SHEET S
—ROUGH GRADE LINE
SEGnOa
2 SIDE TO SIDE LOTS
SCALE 1°-10 ROUGH GRADING
=G
L�/� N
'�J o
�ry J 12 �1'3 14 15 16 17
hti ! I Y <��x �/ •s- FP 353.1 0- I it 3529 I 0352$ FP 3524 FP 10 I ( I
.y5> FP 352$ .'h 1 1 PP 3521 1 FP 3521 ( PP 3522 I . 4P 352A ( FP 352$ Pp, , A
'� - FP 363.1 , FP 353$
y aF pF E I FG F F G 5
1 ,hyy. yhy. y0 9t17
.3.MATCH LME-SET 2 1 --� Sy��—N----I N--- k� e 1 y1 a1 e` .1"S'y��h - - - - - �"�' - - - - Y9• - ----�y.-655PH
J 9 �� ���- �N M I- -yh- ,3 S I go 1oB--I----- 1�5s�o/ 14 15 1 16 ( 1$ 1 19 1 20 I I 1--++---PP 3M4 I 21 22 1 1 zo' zo'2D / s PP�x0 PP 3548 PIP 35P 3544 1 26
FP 3saa 854i 35ae PP 3�� 23 24
Pi' 353$ a
3/ v 1 I I I PIP 353S FP 35MA 1 I 30' 30' 11 25 FP 35t$ A
—�� I� I ( iV
y I I F
� mac' 1 _ ' J �Rk� 22%k�_y+ 2% \
o.z -- -- --- - --- -----� - -- hy�� �5
g 0.35%
Y �a F — °
y ��� 9 — Ohl-----� -- - O ----k�—ROCK PORT AVENUE �� f' n Q
k�
'' ,,, � ,>' � � 35 I II � t ,+�fi•' �^� ,h ',�' 'y� a ,�'� ,dry - -ti� — - — -�.,� - — - 0.25% "� —.,�'
�'y �, -----j
h>5"' ,��, A ` p9°A ----1— ----_ �r're]° 0.25%
FP 1355$ \ -p��� 'i� Y- N 4iu 2? - -_J _—_ —�_---,-..�b 2 s�$ ��y51.22h h 0.6 ry // /
*' 1 -- ---- - -�� --�--------- J°--I --- �FL� 36 u, 37, / ,.>�
. l�
r
PIP 354.5
^, I ` ss s OFG bj 1 D FP 354.8 FP 354.8 o I PIP 3544 FP 354$ ( PP 3SdUI PP 353a PP 3537 FP OSi.6 FP 353.4 EG I� ( 35 % 1 \ 0 28
,� ., ss s ,5h ui �� a PP 355.0 5 4 1 9 se J I s. 1 30 /
h „5. PP 355A 9 1 8 7 6 1
I ( I 3 2 1 95 I I FP 353$ C& /
s� J
T2 0-- -� ss 1 Fp FG �> 5`; EG G G I cd R'8 29 �1
MY o ' 35 5 s!s 43 2 ,6 co � I^�FG---z.T1 g.
G G 1
lyyy_
_.0.20%-� -- -------h - - - - 0� ��
K. �.S. cy6i •55' �Atic..�y� 1 h l' 'S. r\ 0 -_. _ .. __-_ ._ O� __ _ —_. 16�p 1 __ _
i .. - ....
N y1� �, ,y o ny hy. , . �° v —� 0.20%
N b.'7 h N� ^>' 4.
9`L� `O�
E� T 3 29 !�J _ " 4'>•- E ' IV� 'ti Z y�•• 'S N NM h k `J O
eEu, d' s�"-<y� _ �;.:"10 -0ra ^O ��".. __ _ __ -__ _ �"-__-___--___-5 " _ _ �i 1.N •`a'rk ^�:'n ih. >�' � ,. r
yh BERKSHI — -
_ x >
l� c c..' J
h � h F 5
� S J RE AVENUE
r S S G
i
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FG
MATCH LM m,SHEET 2
_wMMA EMISSION -am -mm-mm am am -am GAS
AN
G �
F /
kh
,1
FG
J >
-- --^ _ _
�,'S� d sy ti (>✓ m z� >c 1° n� _ .._,� ,<_. __. �.6 » p - 5` s-,:.; 3 E7 �> 3� ` ,,..
y Cw-'--- -'= -�' -.. _ .—__ by >' �� J .,.�h•' a OM "S ? x ' s --�:
9 g
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45 I * 4
� k x
4.
2.0% 20x
ROUGH GRADE LINE
c SECTION
3 SIDE TO FRONTT RO GH GRADING
ai) IS$
__ z2�a1x
..OR AS DIRECTED BY CITY ENGINEER
ROUGH GRADE CURB t GUTTERJ
(2) SECTION
3 GOSFORD ROAD
STA. 23+85.64 TO ST& 29+15.14
i SCALE 1'-10'
2'
2'
im
L-RWGH GRADE LIKE
SECTION
BERKSHIRE
DRIVE
6 3 SCALE
CA HIRE 0
14
r
'f BLO2CpK�W�AINLL PER SEPARATE PERMIT
6' COMSNADON SIDEWALK PER C.O.B. STD. S-3
Q SECTION /��Z SECTION
3 BACK OF LOT TO TRACT BOUNDARY ROUGH GRADING
3 BACK OF LOTS TRACT BOUNDARY ROUGH GRADING WHEN DIFFERENCE IS > 03'
SCALE 1'=10' SCALE 1'=10'
Q EASEMENT
FOOTING /
m
I
I
EIOSTIFG BL
1 PER
FINISHED PAD
FlNISiED PAD
SECTION
3 SIDE OF LOTS ROUGH GRADING
BACK OF LOTS ROUGH GRADING
WHEN DIFFERENCE IS > 0.3'
SCALE 1'=10'
n SECTION
3 SUMP DETAIL - ROUGH GRADING
SCALE 1'-10'
SCALE: 1" = 50'
50' 25' 0' 50' 100, /
LEGEND LEGEND (CONT"D)
ABBREVIATIONS
EP EDGE Of PAVEMENT FS FINISH SURFACE CURB AND CUTTER
TO TOP OF CONCRETE BE OVER -EXCAVATION
FL FLONUNE FF FINISH FLOOR --" EXIST. CURB AND GUTTER
CL CENTERLNE FC FINISH CONCRETE CENTERLINE OF STREET
ELEV ELEVATION GB GRADE BREAK
-------- PROPERTY LINE / RIGHT-OF-WAY
3 EXISTING -ORIGIN) -CONTOURS _—
FP 3�6Q7.9 PROPOSED PAD ELEV_ - - - - - - - - - - - PAD COMPACTION UNITS
t6 "' PROPOSED GUTTER ROVIUNE ELEV. 0 STORM DRAIN
i EXIST, TOP OF CURB ELEV. � OTYPEPEN "A° CATCH BASIN WITH 3.5' VADE
OPENING UNLESS BASIN I SE NOTED
EXIST. GUTTER FLONUNE ELEV, ....-_-_____. ....._._.._ EXIST. STORM DRAIN
PROPOSED LANDSCAPE ELEV. TRACT BOUNDARY
5-00% DIRECTION AND PERCENT OF SLOPE PHASE BOUNDARY
FOR DRAINAGE........«.............w.......UMiTS OF GRADING OUTSIDE
OF THE TRACT BOUNDARY
---���MATCH UNE
- - SECTION UNE
1
Q MONUMENT
0
m)
V CAv��-L,
"th g
z... & ASSOCIATES, INC.
Gi Lr ECHhS�t. '. *(G Ih t b'9-• rbV-RQNflr NTT',-FNG NCCR•*'C:
Co-x3 dUCi.x N .2fiUAG b tNFa Fh,: (Q:R.
Mutant, Mid KAProI�'-+r99?21aV11
all Tpmtks
YnuawaLoad
Pm}rzn>ew LAF,.
id<3 oSeid; Caufanm93?11
RF, GLSit*'ifdPrUd Development
elmeeFgellAu,
Trustee
gl }jecidcn6nl
T 65
lzat7ohrroknad d.June Xua3
Uaaersfie.Id,CWdneniu-
U ar Wti. Tice:'
a w' aria xv ha c idled a GeomehwL$L1 solho nap bordidbe bun fop tilt
(n msudaA IN y ear rca P
atoce<Rtd'ulcen £1[i 'fhaiesdlt3oPOnnnvgU�daOp � g,esnnted dfxSr atGchwf W,44Ij.
gthighbone,rt:5f fie a bar ightftera sl}tatus,.pieasa do Cat orange air: canton: our
L Yen IsvL:anV _ may p, _ _. f
plfiaea(5f17 L}gA2(hV.
6s AZA 7N xfi aged,
atunnet CI
Soon for. 2C4& 7r1vn 60185
niu,Xt
than tip&fSflugThgRgit U ,1&FSt0.IF,Y
.2pr Lee, 4vmue=9ta.eLtJd cM1 693ng-o"If } Mil-paro 1JS liner[
AAlb) bas:; ouli
Loaf,, a
hippl, SJti pbad1t16De were 4nn I;r:lI rat➢tee the. S'4tne f's ..albs a31f6' gave a 0.n(um.y in goo AI
within:ISDisney
vnneb a66fGiv3tiN15, 5honEpst-0f SlPJmg took 3rrncf-sl,9NaPs saY h91r�neWy.
soils.
Gv:ov bound, backfit passed It a, objecoup to bvilrtin};a: and gar rror fund should en c fogyr ted 0 X
liablerA. creand of msx.•num density bated pee AS
go AS#Ned JJI539 Aging queen btu;6dp
placid in pavement areas nhocid,b l corgaev d to at low, 90 uertira of pw.cmfvao density based on
tvTM That Mahar M5571 :pipe be&la g Siie➢Id be m A- n+4c: Debt Who mvlttpetuwt-s
t5C4tnY dgior,A
The C vligain r is learwnmbto for mmovmg Wlmrasm+mifGtava Weld diwlh 4a bound t rod@ $ of the
brgaingl5 location and supplagatin fill Couguagent theaduld use appropriate equipment add
begueds it, avoid tough rote gelding se or augazonel Auaogftii pf viacrnA and nmvpwty8s
DASdudmw:
Aflef smtpza OIiof line yunR gAdhd see gtagtrulpQ die can should iteilogos frsel„utwa£Wtiny
upports Lot Proposed ru ae} buy, be SUPKIml on a shallow fnuixtaPml thenum heeding tin
gndnsgfthN augv➢ swills or Engineered Till, Spread and wnflmmva Nntjn@S and, bednmgYtedsfur {ha
failowiayotzximsas glhrwcble sat! pearl tgprsasni`as.'
kik»ahial+wtlid^
ba4u L+wdfanl
$ Y
r _ Li Usi
-,1 asset Load
ll<ad t u -_
2,4 P,.
�d'a wnd+srsblsm ickt
O It.Lt4d iSQn t T 6
2G5i1, f
Aa pe
Foot Cgs whnuldhcvpa mmwwp ombedms deer of tPW.,iu rtemsufaft.4dpl Keogh yrmleoi taletlts
prate,wiflaaeper isioxer, FopWgsshauldiau annaiinum Nof l3 +xfiesse{prd459 ofr3a¢
muve.ne+[sntui!d
ll r W I: 'nvo eat is not eapccbm esd d inch OrtlsxnnnP wi!. bit heig
than si mdl.:Mdn[ afNa scttiemeaTypapyY,W W aKaUntunny, wnavticKiraaas fits }nmd5.a4e apPfn"➢:
Illivessual adeldho^d peu<aruuua4cn eakmurl mgyr.Gan if San fa daitonshin are traded of
sag orient,
gestawles d butitig fovuag Abolitionism ma, hnwmjiatrd rani gsn wousbaboo fiaeri Perot of 0..35
am Abaeepu ihebase £fanfanmet pi wee atmmm very by developed r ang ma allowable hysuhpostvn priboiiaroeastfW32n5
crgndunchiptlenufoods
sfnres
foot aW ng,esaaiPSt tl e apprePrtafv +renmm ipenpgEaei, 77u fnsUmld Thal pasaiYg, ras$Wmatit the
soil maybe oughts ded wrthoatradboiis.n is Unin l Cannonball A YV;iw'Sngae im tta
attest ralaumaXbanarAis sborh8timt rw„nv.hd,aaa§kmicYdnds:
xea+sn Cla nanno,hte
with 'o:nrn arv+s ynekwr,n ens¢tisrmr«
Nourb No. 022'1119
Page No,3
'rhe Nits CBC etrgure doorldnall of ynamic,s ogle annual soon perstords on fouminien walls and
ecndnNg wall, supportiaE more than 6 hot of audit he lon tine to rfoi@n earthquake broad motions.
The Site Wodified Pcek Ground Aceelcmrion (POArd, based on ASCE'-16 and indent om from the
SEAOC and OSHPU Seismic Design Maps websm thithatDc',andusugsore), is 0,523, We reCOmmetd
an annegurfuld waste Indeed prcasuro Of24 hair be included fee the stability mrmlyauc his ref+untng walls
anootlod The lvecanevwl seismic larval pressure should be Appleton' a reverse vlangilar distribution
d tile link side Of the ll,
Limitations
S b hl g fir td f(. If '} I his WriallG ll w '' 3
. L h 1 g .� d tad fan u a d- o. Nil gl ous
site w
anal road the f approproac and f l I t g d notably, undilabod,d'
will besubu l later, LnPonvembas in Nd bisbill cibineevng loaddicerittoad Glnhe
field of Soils FnSirsming, physiwt ah shoe Or the sro, either due to auvunon or fill phocmanq +te+ v agency rrgutatlonn or possible eAmg�s In the Pro➢osed brochure after thermos repot L denou cod was
ingure one one reylt to be professionally rovfowod in aunt of tbic the Owner should be aw,ce that
there is apractical fruit to the nmtnlneas of title repot woligh bursar rodew_ Although the tine fin@
for this crops, in thinly war arg if is supgusted not 2 yearn be amrsdead a reasonable tine for the
uxhrinew of this repot,
Foundation Aid eanbumk manovento is EDtile pegusic of a calculated leak fuel sail and
owtdrrety nmldmone here been faEv revealed by the oryagel f clothlou L+vapigabon 'Fla risk is
dorved from the in whet t minable ofp lice iberisoratuen and design nnntlas List of) limited rang] Ng
of are elude Too nesumneselanwria made in thin rein Lie bled on the avationa er that veil conditions
do lilt vary nigvfceenly from bacce disclosed Scrips die field nocti-aeon If any vonations or
uwesiabla CnnAtlons era atmmssved dung wrtfinIXioc, its Solis Enginew-r sboul6 be noHGui so that
nrppinnenral mumnualogiam maybe made.
The conduslmu ofhas report Are based en the Nfmnmuola worded regatoi e, thepmposod Dissolution,
Ifdie prionoodconnections is+nfowteA m'ncdcievcd, the entertainer, in this ,thin no, not be valid.
no Solis le gme rshould he notified of any changeasn the woo rtWili ions may be tribunal and us
-
,balanced
This I lonrt is A Gevtzebnlrot Engineering, IAveatlgedou Ueda¢ with the Nous: of evaluating de on
die,
iv terms ofbnilogre fonnda6on design aud:eteted see pot, turbin_ 'ins deope of oar e r tormu
didno'.h+dude any t}rnlomrale, Sire Atmosphere
orfonbwAr,Aneamabsenoe nfhazxMona enter roars
g bekisin ga At toll, Or or a rt, hountil hihepfosea eMOM, nd�a Or foments, orabaenar
ro sdmn+ant> in Nu report or on any boring Purposes
Fuld odor, unusual or snspletaue itnm5 or
tend"Clain observed, are ariuly liar <iezvirtice pn:pnsas aril arc not intended m warty eaginecnvg
jud8tnad regarding potential havedoua andPormxic uaaea rbare
The nwmdtuied argince'h,g infoubboWn prtsunxl Doubt is based Open Profcanniai inrnWnabnn
goiOng smnda+d ogbaeering p,antrcaaed a drignOC sproowtixpa donrad proper for this po jal, itic
not Warranted that snob Information Bud i ereprourclat cannot be sul n'cedwl by future gemechnnal
Bring developments We emphviwrhat the report is valid for the plotted product abuseaW should
net Par ago for any other ance
HA 4a: mi21."lj'.:
PSacNbM1
-. v:5v bad'
donamex barred Hem So soi_3 pout Aepmsatanrvq rapt svmpka aptual.dxw, ,,gx m N.
thP•ea:ne usilma2 ksfload-MUn entvratud rvwirynsedfatzK su[f 4nrdpie 4taE a, mtge�bfinwdfit
fSatSrseof32 dg m,
Bola
Below @ Flo :e WYan of Field led lay ratan of Date s ggest ass one sandy s 6 toad i.4
saz3sand were oast Arco, Field Ou lab.,. for fang suggest 14 blown shy got E $00re lRushDoubt0
and ol43ktY exShiGm`arbb; d; utiirthm anstahcstrsn5ed ho•n i§ blown Why foal ID gnakvatan&h
6mVts tdnataa, iXty ddrsinesxafrgnd Rom9l toi2i p:: AS2p:ftnei%:iYm aNt 5emAlcuonwhdmnl
pa
a ro:amam E pmeunrtuazlarmgkaf LtaJ ocean aa4nxF@d Areprasmatatiue zah unlpk Eedml an¢le.
PP h
qi m[urnd $gaan oF34 dtgces: racer, swig ng3 slicktt9-400$v:@A�� 4Gawaterlwia than eta.
uPPo ,o I„vtQ9slead }w r>rt?un4:oexiw de]WAfaunhan4},Y.
"'n nm A:rouEtha rob rnwntlt$rpdi Gl`rc£erta tlsd.N+gs of baavm„einAgtwadix
pay a1ctg4�f3 biro fo14
A,
L�1Ws*1.:
t
1 hhn` tv tpwN<
lest bpmrglc4'wrpv ra ch okr$twr,o Pfxi Atg+mmdmatardurugawi xdt9P,_� b
nYeRd nv norm t
OJNY 9t
rSi OIL£ '=E
2irC drillingr� ape
it WQAhFr go.uepSmmd old uAur tnhla sieveric+nr MAY AetuUc whit, li a hnnn8 deggricia open
reawnz Frea'.SWut n, rnt3eftW 3ar;d Art sad yimtefawnd rw x, as sit as n3f faotary "Beforfpga;
t u et roa'mle of No food ,nvtgtii,C rim f nw} valY,ram ttmu spgp dleyod d erigi
wgmrievel absenvxto n a Crow,. oppiiake ±4
the cpnmrvutt8ri pnasanTvle yeeo7;ct. ffi9ualaaCon q�sunhfx2lmn?a bx�6nd gna.0 BP
C'ONHUS[OA;; affill lkRCil3H`]llAf€aN5
Fusco Oil the firms 0.` nux fiq?d gad NboCaxa'g In rgzit s along wRi: p3ivfbw. 3eroughoucei
ex dent: to III proleeo bred. to ,yupw ug is A summup Of m,c u'bumma ctli»iusians, mid
Ye
taxummettdat:ars. '
Ad 'n'sYn fivaHatoLa,3gx,
- -.._ tunrµak Ati$M?n&a,Flkat..
9nlV kYlban 6crrtn6'+dteAscam Cm2ed SWoc n..,martw,.buratta
XAi,hQA' 113r
Pan NO
?. 'floe. range 4 smtaton
Lbnacatc ShlvPm"dmc.. Bn r. award `4t, underlain byte wear thing rcf.uffi.t ape
aLodat be ims list mnsasdu➢oawit yougoned onereponIan Pension.
ativ
Thea d" n Should be Pu;hai steam IP n asdcT to not sndapw+ra. of Wit bells too-
tgvdatrw hy: (-n, utllfixiszegprrW Yb wing Na bwtpntigpadsta graSknnnw2 fw L'ggin5zrcd FSis.
Lntara; mxfk�g� 'Refci ni; [4*iig
G Lists nmm vf@ 1 YCW A "itt wage to
an Ina duff x
CfW M rmW buaU'EI Y b f
R p @ ax
1 t feel allow e:x4ra ei Aq wade ereh'+^x perfour
N pit }tie losr are m� i o f m y at
uh Atl tintttanu lathst ar trial rosy rear saga aid tie r+on
id ph Wally ifist n apse. tia+k X
sh
HB s o air t e t roe.
t t tic ana < o'er 1 wbnien 12N Y Ro d diarme Ff*w
X
uxpamlxp wads stmatd owe be used.fdr t+satf d Opened walls -,III, wed¢e no ma a %an va S,.ckfi11
bablowshieldaslmdStateWeebwmofcoorztioli3 Arar wbseN and -robbed ,t of Ruth bf dfi
{horumnml to wsanowd an diusto The Sarad ba ml canh pmssmvs do not mdudc rite offats Of
detonation bags-P'mm+las gdgbwyI h, Intnn•ugge morose wabr illm may spoomought hera:d tot
rctmnta iletin ;:dtloami ausevdgo,Lamsa _ ntgilLuaign. toaadpnosh or tendered,
Dung yrcipfulg And herWRI wg consulting, agueo+r: to any 'pails, heatp`analogous going of be
alfawW W opeiatt within impart giara cep£ e feet from%no suit,of wuldir 3 Euiar i dufavca e:inot Of
ELLa'fl'a ffretgh.5ivhsh to benaWCip do ti dog afin3eXtassrlo iatcrni prKnsrc AaIvItAL}rSa}9r
£sly 0attdaoer;,hd st Psu nl f; �ati4n+rgn ud+rawS Rfnims, oz glae+ItatrcetanFcsNxia)ahnXEfd de:a4ed
to wmyS.g tra it, �gtdf brdsr
xim T ?_tat3ex Win.
Fund, obc and aan,Fie.. V.ti e::ohaaared Irom on logical Dart for R.vabir Ixsnmg a tlw ideradoess
Nusvn on the Chown d rta pl 9 Lie samples wen torso i a vrdacne adh Nc Spate of California.
}¢{n.5b bhiava37stDe+npratms^BI Remlun4 ihecbs+asreaa iblipa¢s-
k S 1 4todur Lfu,
will �,.e, swvmxrtw aa4sima Wr ten s@Us
aww,r�,.r e.,ra
P jectNO 022:109
agoNo4
'ilexwannounceand dalleboure provided ill ru pribleD. raywt cited 'd r,9-7 20 o oluc+wee
Claire
easel p iNirnan ti loop fee Nl4 kt_C'y bane avvq L „onfua env be aC
furtlwr sss'stxum, Plessaeanraoe htAoi£w at (fi61j N;1-920G_
lospnothlb submitted,
lUtAL$0 of ASSOCIATES
fi g0.G`fi,3✓J
tv t fY m } A
o ays
Ry K ern l I ma g
9y Crt.- Q
We t1x+g1 err
i2CCE awo_593,2
w<P:m
T.ti}eO: VOODOO
3!
lays NiS
grrld f yvgsasai laavammI aid auoxxx Anyone areas it re rgreff dxuied following Adielliug and
goonEluen stabOidg, Due trigood oduAd, be xtm'RIC(t oredicapat ofi frogiou owased Pro] abothem
u NO Ship loam bass, es uoczmn,'and, ourecorgaudd in It luuvmmX o2'§p
Benoit- as ASTM TcstMMnd[Sta.,.a.. liaepm=rm, nnuvn St4 andsmixty
1 inerti[bei, edge haoat d.
true belt baSkiC,Wa for rcnxe as dpgv..med Fit, provided they ons c1hnru4d of exaesshm^-rannveard
dehm. Yuan lab Fli..gflu lotq+ o to s tonsil iashe id ben paw seadand ohw ed Wife
eAnd
R. Assnsisha, in_:U Vrnnf•/ stability, Tha:ompadide mitt draaid }+.uhhrfw. «Lie Awtaa: Satisand
keefe ally msuitnble nr pHmeannas Ira found dumg:b fiej,, snvaiz,gatiatt Fit nmFatraC={so,dd¢e.
wenP bihtd too robign eof do prnroatap irmavann didedly, bard on AST PA Tonobodled D1531
are. 'lt .d fur agr uTwntp @apY As viamd d t `1 pea t orb dap e:as
mmb..0 u[f ins Im==lohpto, iaaaSpsrg deri A; t 1 t ro x-.Ida to ih Winning
ar,
ns
sea Ian An bill svarmres aanourt.,rW ..Ora a: m:aO'tion whoa Lc: x pier$• remm-ad and
rengread, the sauar nit enact .:r ys shoaidnco
lmnd i do fweaviv.broiled Gand s: scel u+ih
YU.Umnpt2aasanat go nmepornf derer@ Sunni oil oiSfeTra
h.aihij ➢1d5i. Jildertaaumsin aan nd not inspection
groviday holoddon tradood"a;dWer rwomPazicd. WBiuraxefisaeauidbp awlnannnd;ul nccxranacc ml rhnzounry sail..
b an wl
SU
e vtsry[ttas t t..
L G N S la base P originally to cave or
«ciri Wool sxta sons pounds or WaArng
brtsk invrWd nor+A;Isbut, ben ,v,ulrcd w.lnn{. h'ssasy-
saris.
After yscWL as unpv gcn.rm e used Alto Pruperatlo4 Na a s abouldon Proteinlilt $ 'h a faodvg
supPora flee prsppe ttRmbWSeeligs ladybe drugud coldraing I-lf bl Initial gase,caus of
2600 Off for ith d p art hDo'tend^_ n€ne4 ago cloud Msca mpavute unbaltn. nr Of 12.onthea,
� bee fx'itwintt m +re nn� 'c n.rructipn
a.odWe. anadnafcr AMife olorn at
13milp par ;HrtCps edbattticzi t$ t neuter Y &
eons of stro...vr t uttiuenex re ofiact R as a 99'.uffircularldlara .d ;dQbpWgr RD the Wight.
FLOWe,, ifaaNrwlxk wprviemiefi during or fingsher include of ni ref he andefeado bills Way
bu.,ome _looted: "Rumor'• or nos respond in s}efuificeanA rccIDipries, -t flights; reined Lib smuts
andedon redoing and asxda d Lon, San dercus dry wmater, f Mang to out beith d yet tNwials:
retawtgand replacing t bull vaW an pyeavedtill nt4al mf%n5aia radWth Anapproved }beer,
An cenedge linubacit, Car goof north Lrw q"Imp prior to rrrecal maloses-tooterre
d ma bi, euSem e oo itiOPe and Provide appto pn.pu taonfrnc: let .>
hil P rar{¢
Golopent, site sheirld. caught.funding thearch(g.-SUAdelight P tl congunervincluding
foulariiii'bt oat loglogge bad Qwwyp ones an f invotiodud reas sonrabble; pas and eny
1 eel Nm _at referPubtfoolho.>.+4 swipe vg should a u d t u broil .t 2 ie 4a. I. e, or
woul Ail supports a serious of 3:A4'cett by vorable, at clinical leceigirtotaling nuyfor : rated to
locaheed areas dowse Potentials w4pot be adirnb:o for asp na Ingioared: Pei Hmtwitn', shi{Eped
apposed Ing, basNckplcdand ronsNSgiaWssapcprmn-Nh+shrcW areas,
wean do Al cPnes fill,
Atilt lefffew SerrugoAoroam C+.N Saes ev.os.Dos, 1rAA
X,z@d02'H Atli
Nebo KL
R t ands pa:rf¢n
WildesintgoO Of booze At ACOargsdr, tile dilofd be poorer A die sell facing she creffixein
anovions w trapdrin ma anal showaaee wad tto r go tairesionall wob ran behroundayFeld yAF.,
lira activity: r hit mayal pair ai our +nrvun, Asaece Wggl of Quedowelk t oat uaoun is dependent
swats fa+cX.;,na hgwdatamitry heignalubb. wirthynernabouseed
4f plastic Y„„aap ant dmx sisw Cc ed;rise die proton( billion told o >t t 1. C- WE
AsAo.wns L@. rFil not b, a,ponedlc cr ,.d_d or--,inkvg. .v:ii u.Carwpoxo.pnl..y afterlitee_
Contortion
S CNfT'$9YOM,_A
Sol Cselly luthor as bo erhoe a+vaf t; Engl Litt &Tauhowli prC Engineering
5 oa+nt- w s avAbn'g fleSeN for dt9rpFS All, aeav a0d Penn
Inksunion 3r'idwin quesadise hnstaugh
ble,
Yearrt s acalSzedusing BC most PPrnyrwtc. and t a d ypieW
yndanLtdlY U�"rtl bd vl olds I l tlliore ng Wometheq. l in g, ben 1 r omeswg l acdhlam ro
ttd once Art mile afalid ging) Or
Nlgi t eon gL;a>CRrgage5gin nthe anp,'icudue t a`iliioboi
dal In completed
nq ¢p se the
o sound To tirbeptubt it 8.vesct n S f r . tile
report a nah be
rant that
an the a fo reppsxm" on
pt gall
s Ofdo d Iit l nations
ett of tons rat
Oar n shs:e ➢o ova.. Pia: Waro:th d pram cal ,:did tp'thu uzolul+caq eLA+S rrPoaw A1ou critlbat
•review. Apbooph too t ri Yen Eric theades, it mian, inherent, it is Bugg relid that s years We
wnstdeXad a bodebeght nor- lot e andalides Of this caP9tt
1 d ul dear a and
F a ar +.ea haor't opt sttvetiaat et faos.3 by the P ea s. t tsl
r t Morisois
t eeadit ens halo hmen ;ally e led by ire. br g 1 fog d f g
prnered doorn-tie butguellwai-gzsmg. inrcrpreudous z:4 des &a. chmans to £mired
saupting of dieatazU The ng.. [ n.i of ins repair areaa,etl-tt',he gualigheir :hat rv]i
rldr1 i.JA9 do not hipplarally fluid dust, disclosed during ourFeld invoingokst U toy
tun„t.wu of bedsibbybis cU uhuon=ur aotoumeced plane romamems the-SmL, tabletop siraaid be
taint in tkadsuppiementer(rywmmendanono any ht.nwSe
Tire Of Dart report are handed on th§ leafouthm Proudest Nm ha
m*.
fd
Islinuardiall Typo reappear w'tntY.0 eluaxt duo-r-ta goal Use ouncouWago ill hot volessi may
t a rim t&e9oria t,uging?a ehoWd by agstkdaiuny e2unSes mils rou.am.o W :our era>' ern
..u.zkzn W dW,
A.n thing :it a. Geo4ghnicnF Enp n ro mg h vustigutiu t en0.9w propose o rig ill.i wit
ca dmom'aa tzumrspftomldsdnr.du M. File Dodge ofnet continue adra bubdIr any Eli,nyurvui
buto 4tseumetp on iljoba,ilon,`at Weselince:AID WirsaidnerE bodor Incur oosaur4kein the vino
grighthaver, of awnsidiall, or jets asua of ingtheA Any sect eats or going,Of impatcards,in
here e motet o, gsiaq Chang lag repeNsy odor, tiPwA,ru s n niches holds, or Capitol nbc nxd,
bit triard, for detp tentroubs get are not intended in von sY cohabiting prdgnlenp rrggdNB
loctedhombilUua6pdrprt ftN.0 'NMua:
KA seen, k Ma Whoa, Pro
Wi4,olY.os SerraTnewosant amtx 9tuss
both, aE fwl
No'no G
The mp_. was mi6crl for oysie01ri 1 proposes, paramount with into dcaotaymam Well long, barlad
smastu•ca subaa tlt,xs lmtyttpfl iWe skate p,'. road bwAA ongtivo aboard Cloth probigslte
a{ny ussit toysad aauwuas ution s end be
b aoJibend se alp-ud h, p roe la ion o t to h
mWuad, 'eta n a lung xppMidns shoals be iun41 dud Cora 'hd6bdur¢d Fit), mrapeaed la, a
t qa u. 36.n tan a undo t h ny1 nESfM13 i t^•teifud DlS tY si read uua
sea ed y dm,ssGuo, hvrtgs should be young' nd' r a mpastwi. 1 * Ions, da3rcssiata, Or
mU and Isl am-uaas reloading gnlov Planned built suitable new eh Arta 'an le ,dto don
undsuidenisoh, and hadopeo Plan trtnwaod pod in hwlbWd, maX Whose tanks, dabni Onto
'Weleals, or e'min spinet"should be iYEntered, Co boubsersword be removed to An
ladavQ tit nuffol noto ding o fail. gagrov pmpwsvt fa .ins uluvedotal or.AD interpretation try: but Soils
Eggineer. float sdmua for da, goal dcrckJYratnt: wg:v Doha should On ligginent inas rv4socr.Nano
Are aoeot} "Al Any other ha cd s,roc.met. should be renowned d 'Ut- Loan
cmngiendnfiatta of the Son, Pdiesco.. The resionug arecavters-atouhl Ara absented t«{W
rcpai and T6L
1 w:mc„ntmwuledf ll ip(•:'th je aC dy.t of tAlaceacni teapot""-inctsfhatbe
out brand prgtern,'m bobbling Area: berebounded. aavdsd Amp s dgent dad Ago rhounJbattle atolls.
sa 3 •+xn } Get f n m wPuon of 3Crauc of let s -beard tit
m AWF l,MoWAas
05Tt fx 'duatfd Pr f571 Itor so loci:dar,'it is nmmat dd andt III, captured sabgr d^bv
m tta4 extvmd a rninbolum of t fi-b
oo£beyond
tot mnn}ai mpIb rory'ia i Viith4l
mpuaepvoasrnde Pd veemunill :end Wishbone
flnexwrk emaa,tiwra.om nwced26enyospd scPre's!e &+nxhnxafpd rp adppNrot 72 ch5 >x-iced
mall mAfpm wait it from 1 rat. t tads Coats. pd Cc» d am"d 1*a=ietf b a
,pf9Q tzenY pflnasimfw me ua� bawd op rtal!.i rent Mcth:dDia50. Tix ca„ire, nadvt
0: P
riy end yeagg soil, wit!boutside for Yause us G sauced TIIIt Piccoloist gaia, ors dcensW cF
A+aabvrorrrhani,a and silo£ Is.
The Words migduring vM wlnten attacks, Ignore welt ding apon of
Ire s, w g, hurvras oper con a l tot tM threat wbrtc o rho miry sites u sr ? e tisurble
sal Li �Y •nrsy equ srntval rob d- grantbA fmn8 awu tutu Y d A file '.'ai .'men
wastnhngof8lawmma at a3ycvg'!us L...n ana Ps tour"g axpoeud.vlR•Antrnu roe f o uvunfw ahv'u
shorddbe gagg QdJ
ArnP"c mIIro Of WOVt Nood do Fusion' barmy d whel Abouripandyr d o; Prina to Toot And
obled,be Ahatevirearien I his emma and Whichrocen 4 an incherall part of nor "notion as
a f e ark s.^md. ll. f eelnoun rughtwoulloaTile mavv I AddEtc atdrih9 aP
Wrlgsl 9d ao+b kr,g c. snap J d m-<e I t dent f Ar c awe n P o d oabtllry
f d n¢ L filling 2 rendaixv e ill Ana rnRa r not Portended Agin she ti9mplrov. that
each ark uou aunkno x•ilrgroorreet to avpmmoedatiwh wr teach In tan an:,, ur old Rr e Ptt&nwared
ll sax e
--�� IC tS h' teIH SA' •.
with f.t rfasolving RPl S.e9, [curd once
& ASSOCIATES, INC.
GEOP r4D NE ft P6 , t CNGIN EIING
soNstauC er, fora a fin. .ca on
September 19, 2021 KA Project No. 022<I la)
A4 Rmh idlhcoent
RCS Land Company
any
9100 tents Avenue, suite 120
bakm'v4e1d, CA 53311
Re 6cacahnted 6n5mocong investigation Update
Trust 7261 Phases S a
NEC of Garford Road and 6ekshh'e Road
Bablarefield, California
Oenr Mr, Sergml
fit accoolai.,ei It suer vegulsod dbQ WericbmisDalI g g luvOmbilacial Peoria for
Tau No,of, Iharbor , a proposed wadental tensio.alaand at to nonlinear co+ar of Goland
Road a [imthirc Road fi 13akarsfteltl Cal ig 3'Re 1 urp . P I u UpdvmiaoadN'cFan} cn2nged
as 11Additional
I.1 de dtl 1 f Mari I f 't d - I5 if (119
E 4
C t wa Co ai B d d 014 C,Bt,. Sd alto lx,x 1 bl ticnheu r nN g ) .f dIranian
._
A Guasclw.,aL6rv}u„ L osG,min Pwl ,poin,11
sly complaed be the property b➢Journal
Associates (KA No, 022 h0"+11, dNeR Mardi 2, 2016_ i - original cepoo, we p o coed
d t for foundation t pus Dan onelmsdatent d o h Inablacered Fill, Drainage d
Landivagnee Ludy fresh Incithish, rhour Slily lishfor Flannels, Lateral Earth Wondrous and
Rraan5 Ra11' Pavrmnl Lorton, danuo teduasor Soil C nop Ressinic,sv Co npacnA MmvY.d
a ar dT s n m+tl ins tainn. Phasic 1 fl=nv h if a nhe n onion fit i Dart zmaa eeI 'ce low p S D
been developed
At hit little atone ficiongs onorbaculm, the file'bi it oflowe
tF 'tc-sro hl y h p P 'CI' 0IlXruCJS
located An thenorpecaU wmerofG.ord loco al the loarkshuir Road Alignment in Eadanrfieid.
Quil1 , The site is peto llflUbly 111yNowig b, ' uwral lend slid coral residential
d .,IOYmc+ns
Prcsnu y, the F-d 1 c ff'i 1 [And sonerminuanceirdsolung
areprougandienle. Anadocculturai Final is ICcmad in the smmuCst comer of the site. NI
agmrnned w Np Pis anociaus Liam Aw burin. O 1, utility 1de b 1 red oAlone
loco the
western edge of rho tins Portions of v*m Am em ec,vsud by A same e moderate weed pate "
and ammDi sole hays alonr4i nt ou nd pmtiaworme tlw had beenviscosityairml, With
hoCatharsis Of 0 b tt slit P f O i - i tl } 1 _ grade.
Will, Offill, Sellingat s sirwoll, blood stoic:
Ka Yr'n. recent;t
rim
Fe x eA 0
inceAdout,of4uap yob, brout'J tsiwas identiC•at as"'ti gins Xiysh ad' -is.
flout act,s .will be station as do h
eorb hneuad III[, prowled they ab noun sea Of notogtrru. argani's and
do y�,
tdb% praboung:pnu.^anaycdi,an[ per M„mcnnvk'if it fiddle for met appiiwtlmrs Windth- areepdan
Of axanuast to VWOOV Pmloaa the rx.a:ou laid pave„.nAl of urpvxd darts daring the
wmtfacfon p osc should Out the able buyinguiplay Of ea Con rrggc, suces k l as ppl a. frodon of
the p•q,em lifew file, Lima
frouscruld biJinitiated foundbep fl a r{n Aa murnothe heretical Won a Calettene'dqx
,"a than tit old P. LAIC 6edelob m liters% go, Z5_ ➢pea dal bill should let Gee iron. Thaw and
lunr}p Cos cr Oan § mvha in die m^"ut A I Isp.ni d i14 matte a, Ah.0 d. e,au„mfuee Po sNa '_.ID
(be Faris tangbase att etn8 hours in An, to ddlrbla in die boO
Fil ..Y' 2 h_....mo sa:ru ttnditia ¢Aaav-caSflp nut(
I •Ida, egret i rn
sons P
I55 . t M W D 7
recipients a{ d t st re prom ri duality low based A9 fM eR
and; thz noticed dry ref ... sro,
t did r.,, n oav i 4
ICCould+wt be AlEGad ifdlcPm
b mfnau.m+. table
per. ana 3.nnaaes woos
Quo pround sanday4 a ld p S filled " i' pro and poshount needs joband appioluensdrop
Srl(in or truly Slogandata;, devices Ill greandederi Wall 36aa of the 2013 C IYnn's
loutherisb d it Is a 1 #N the ro c o no assuall be dowbaterry he doing 13 renonum
of _ pe u,a on 4: document t 4,mcz 'If f0 to Abbe tom DauoiwtoAn approved ablindivo
muses cY.'draigagn a9tivaY.u".e Saralee mote sa re oT - es Or NA ttagsnr d loan" wiodst 10 fuel of
drappoighboD gored bb sepold 4 o'inrurn tern us arufat<n .sQAo an kw . and
nxrirar uYanrtrn fla+uroah, w l.cin 10 been or Del ray.: annotlibrid chair I he s!hbod a Scrotum f I
psis t assay onall allocura, Dinneen dral Nee it be unaccentedED unity allaw£ terOn
codu.ual aw � _ - there diva en watt be-nnimA nod ford a afgai'h grodacd.
OYitt )h13r A[il
Lobby tocishat locroad he easerwroad itu"Ohin, fit accepted eligh,tholl. Plastics outdoing OSHA
(O Art asObigl and Hewitt Ad t siren ) Walbridge by 4 Chenterabor typo c dIn bacdc owed.
'N,, ve=pnm+b'ty fi • the Angry of hold v ru Lie ended ten borne b, Linn ionchern, T if". laid
rAllostan ah aped' %A (Thigh waste alicali+ fcdr ovd, usiss .tinmug .arc W) Lug so Pn,ecaI side
SP an d n voSi Dpmld g PF G I tit osardebt thof&nd'enttly gbounglatifo4S of
R ''mo a;wu aruxr tt an, ti- 1 _ ,. .r M, soy:x'al a. v4Y ro o, .Aen1Y faltnwwh Pthrophancor
probbou a n ew!air
N'4tn Oliae:., 5e sa YF Wc..l Viu4p S@lea
e,..*n'^ti,*(:.. wogs
Inewciwt 12''I139
Page No.2
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g1 SCANN" kua
1. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED
WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (OSD) OR THE
OUAUFlED SWPPP PRACTITIONER (OSP).
2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE
PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE
COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMP'S MUST BE
IN PLACE. (EGI-EC13)
3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WTH
PUBLIC ROADS IS REWIRED AT ALL TIMES DURING CONSTRUCTION. (TC-1)
4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED
LIMITS ON THE SITE TO REDUCE DUST. (WE-1)
5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE
DUST. (MINIMUM OF 650 GALLONS/AG AND ONCE DAILY, WE -I)
6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND i
FOR MAINTENANCE, IN DESIGNATED AREA (NS-8,10) . €
7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS
DIRECTED BY THE QSD/QSP, AS NEEDED. (SE-1,SE-5,SE-6,SE-8,SE-9)
8. EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAIN PROBABIUTY
FORECAST EXCEEDS 50%.
9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD
TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED
BY THE QSP.
10, THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE
WITHIN THE SITE IS AT THE DISCRETION OF THE QSP.
11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE
PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR
APPROVAL AS REWIRED.
12, ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24
HOURS AFTER EACH RAINSTORM.
13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF
BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, OSP IS TO
REMOVE OR SELECT ALTERNATIVE BMP'S FROM CASOA'S HANDBOOK AND
REDUNE THIS PLAN AS NEEDED.
14. MILE NOT ALL THE LISTED SMP'S ARE NOT INCLUDED IN THE SPECIFIC
TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE STILL
NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE
CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING
STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE LIKE ARE NOT
SPECIFICALLY SITED ON THE PUN BUT STILL ARE REWIRED TO BE
ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED
LOCATIONS.
15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE
CONTRACTOR IS REFERRED TO BE FAMIUAR NTH THE SWPPP DOCUMENT FOR
THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S.
DM CONTNGL NOTM
CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF
CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY AIR
POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST
EMISSIONS ASSOCIATED WITH THIS PROJECT:
A ALL DISTURBED AREAS, INCLUDING STORAGE PILES. WHICH ARE NOT
BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE
EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED
NTH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND
COVER.
B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS
ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING
WATER.
C. ALL LAND CLEARING. GRUBBING, SCRAPING, EXCAVATION, LAND
LEVELING GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL
BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTIUZING
APPUCATION OF WATER OR BY PRESOAKING.
D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL
BE COVERED, OR EFFECTIVELY WETTED TO UNIT WSIBLE DUST
EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM
TOP OF THE CONTAINER SHALL BE MAINTAINED.
E. ALL OPERATIONS SHALL UNIT OR EXPEDITIOUSLY REMOVE THE
ACCUMULATION OF MUD OR TRACKOUT FROM ADJACENT PUBLIC
STREETS AT THE END OF EACH WORKDAY. (USING A PMIO-EFFICIENT
METHOD, SE-7).
F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF
MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID
PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST
EMISSIWS UTIUZING SUFFICIENT WATER AND COVERING.
G. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH BMP THAT
PREVENT INFILTRATION OF PAVING MATERIALS AND RUNOFF INTO STORM
DRAIN SYSTEMS (NS-3).
H. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS
(GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD).
I. LIMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL
UNPAVED AREAS AT THE CONSTRUCTION SITE
J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY LISTED HERE
ON THIS PLAN, ME CONTRACTOR IS REFERRED TO THE DUST CONTROL
PLAN FOR THIS PROJECT AND/OR SAN JOAWIN VALLEY AIR POLLUTION
CONTROL DISTRICT RULES TO CHECK COMPLIANCE.
warul� u��:
AREA DISTURBED - JZ-W 40.16 42,W -6.37' 28.11 ACRES
L•' Pita
RGF LAND COMPANY
9100 MING AVE, SUITE 120
BAKERSFIELD, CA 93311
TEL.: (661) 845-5771
CONTACT PERSON: TOM DEE
OSD/QSP:
BLAINE S. NEPTUNE, PE, QSD/P
QSD CERT.: 20178
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
TEL.: (661) 834-4814
C\IAI►IGG1121
MCINTOSH AND ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
TEL.: (661) 834-4814
CONTACT PERSON: BLAINE S. NEPTUNE
GENERAL CONTRACTOR:
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PERMEABLE FIBER LINING- -CRUSHED AGGREGATE GREATER
THAN 31 BUT SMALLER THAN 61.
(SEE TC-1)
15' MIN 6
DETAL A
GRAVEL APRON AT CONSTRUCTION ENTRANCE
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASQA DETAIL TC-1 IN SITE
SWPPP & DUST CONTROL PLAN FOR SPECIFIC REQUIREMENTS
01 ❑ ❑ ❑
lu 0
0 V 0 A
0
❑ ❑ ❑ 0
10 MIL
PLASTIC
SECTION A-i
NOT TO
SCALE
EROSION CONTROL PLAN
FOR
TRACT 7261
PHASES 5- 7
WDID# 5F15C385127
48" X 24
PAINTED i )
din
CONCRETE
WASHOUT HFl HHRS 6
LINING PLAN VIEW 3'
NOT TO 3,
SCALE
NOTES
CONCRETE WASHOUT
1. CONCRETE WASH MUST BE 10' BY 10' SIGN DETAIL
MINIMUM OR EQUIVALENT
2. CONCRETE WASHOUT SIGN MUST BE
INSTALLED WITHIN 30 FEET OF THE
CONCRETE WASHOUT.
3. TO BE CONSTRUCTED BELOW GRADE.
4. A ROLL -OFF DUMPSTER WITH 10 MIL
(MIN) PLASTIC LINING MAY BE USED
UPON QSP APPROVAL.
CONCRETE WASHOUT
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-8
POST 3"
X3"X
B•
�IN
FR
r
MGM
F7GRA
AL LAY-DONN AND STOCKPILE AREA k EQUIPMENT PARKING
ul ROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL C k WM-3)
FO
INLET (SEE DETAIL D & SE-10)
50LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (SEE DETAIL A & TC-1)
-/ T ' - CONSTRUCT CONCRETE WASHOUT (PER DETAIL E & WM-8)
15 ' 1413 GRIZZLY/RUMBLE PLATE
SITE BOUNDARY
�f1717 PHASE BOUNDARY
FIBER ROLLS (SE-5)
10 11', 12`1.13 14,
P i
1 D PROPOSED STORM DRAIN UNE
FINISHED GROUND CONTOUR
EXISTING GROUND CONTOUR
IREENAWNUE FLOW DIRECTION
�T PHASE SOLD - 13.53 ACRES NOT A PART OF THIS NO
19 1 18 17 �16,- .15
11
PHASE SOLO - 6.75 ACRES NOT A PART OF TI115 NOI
l 1
1.
PHASE SOLD - 5.63 ACRES NOT A PART OF THIS N01
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3 II 29 1 28 1 27 1 26 I 25 1 24 1 23 IL I HI Z0 1 9 PHASE SOLD - 6.77 ACRES NOT A PART OF THIS NOI
0 is I I I 1 22�21 18,
2 6^' P A_S 5 J I ,1 ---- C NSTOWMN NOTES:
- - - - - - _ _ L _ '
R/ F E T-- -_ =L_ \�
- �- _ ; U POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S)
`• _ "-- - "=-1- —r -..-- f- — - — -.�,« _ _,t 1 I (2 POST -CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCES)
16 yl_ - �- - -
1 6 3 4 5 ---►. �1 -^--- - - �_ - ... �� MATERIAL LAY -DOWN AND STOCKPILE AREA, (WM 1, WM 3)
1 1— I �-j I I i I _. / iEWIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (NS-9, NS-10)
1 6 17 8 9� �10 11 1 12 1 13 T
I i I I I 14 1 1 GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG (SEE DETAIL A & TC-1)
2 I I L - �- - - - - - l - - - L - - _� - -_ _ J I - - - - INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL D & 5E-10)
-----1---------�--
I h T 1 w^*'-"'--"`-"""''� S �7 STOCKPILE FOR ALL PHASES [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE
i r -J - - - I• WAY AROUND THE STOCKPILE] (SEE DETAIL C & WM-3)
(D-1-
J 30 29 28 1 27 1 26 25 i 24 23 22 21 1 20 19 18 O CONSTRUCT CONCRETE WASHOUT (PER DETAIL B B KM-8)
-- -- --- ---
- - - - - - I
-I - - - I- - - 1 -
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mill
:7
-=---�-- —--- 5 f _ NOTE:
2 \.
S9f/ANNAH —. HEIGHT AVENUE - _ _y P- - �_'--- -
\, _ __ MOVE STAGING AREA AND GRAVEL ENTRANCE AS
\ _ _ _ _ _ _ _ �k _ NEEDED TO ACCOMODATE CONSTRUCTION PHASING.
r T — -- —--- r ONLY ONE GRAVEL APRON IS REQUIRED AT A TIME
\ 3 14 `5 16 17 -i 8 j 9 10 ;11 12 13 6 (�6 1 � n DURING CONSTRUCTION. CONTRACTOR SHALL RESTRICT
�I III 14 15 I 16 i VEHICLE TRAFFIC TO USING DESIGNATED ENTRANCE
—� ��-----��� ��---�— (----1 'L--�--- 17 WITH GRAVEL APRON.
� i
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1 I ' i I' \
PH S 7
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12 \ — — /f(�7c PlAiT ----- --�—�— -i---- SCALE: 1" = 100'
\ —'
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1
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15 �. 3 2 1 i I
29 28
CC
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ur BERKSH/RE ROAD --
��'I��OI'•I�I��OI��i'I•`
_ _
ROLLS
8" MIN
�`\c` JUWU'
12w MIN
SECTIONFV
MTAL C
STOCKPILE WITH FIBER ROLLS
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASQA DETAIL WM-3 k SE-5
SIDEWALK O SIDEWALK
CURB CURB INLET CURB
FLOW FLOW
GUTTERr07 GUTTER
GRAVEL BAG
NTAL D
CURB INLET PROTECTION
NOT TO SCALE
'CONTRACTOR SHALL REFERENCE CASQA DETAIL SE-10
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